Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Abdullah A. Shaker"'
Autor:
Abdullah A. Shaker, Muawia Dafalla
Publikováno v:
Applied Sciences, Vol 14, Iss 18, p 8152 (2024)
The risk posed by expansive soils can be lessened by placing foundations at a more deep level below the surface. Structures are able to withstand uplift forces because overburden pressure partially suppresses swelling pressure. In order to transfer t
Externí odkaz:
https://doaj.org/article/c26e7082b43546e6a9c1d7a913a1b97f
Publikováno v:
Buildings, Vol 14, Iss 7, p 1908 (2024)
Expansive clays present serious issues in a variety of engineering applications, including roadways, light buildings, and infrastructure, because of their notable volume changes with varying moisture content. Tough weather conditions can lead to dryi
Externí odkaz:
https://doaj.org/article/d2215b7f943845ae9ba6895066c87501
Publikováno v:
Applied Sciences, Vol 13, Iss 8, p 4811 (2023)
In this study, the chemical stabilization of moderately to highly plastic expansive soil using calcium chloride with added cement is introduced as an effective alternative to the conventional approaches using a single additive such as lime, cement, o
Externí odkaz:
https://doaj.org/article/f4a3748ddb8d49f5baa8cbe82c7514f3
Publikováno v:
Water, Vol 14, Iss 3, p 286 (2022)
The hydraulic conductivity is known as the soil properties that mostly vary over an order of magnitude. There are many laboratory test methods to determine the hydraulic conductivity of the soil. Each test has its own merits, drawbacks and limitation
Externí odkaz:
https://doaj.org/article/5edf5af0b4ec411d8aa032c7fc02e64c
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering. 15:486-499
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45efd70eb25820ab9eb46c801c91354e
https://doi.org/10.1016/j.jrmge.2022.05.015
https://doi.org/10.1016/j.jrmge.2022.05.015
Akademický článek
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Publikováno v:
Materials, Vol 14, Iss 11, p 3120 (2021)
The hydraulic properties of expansive soils are affected due to the formation of visible cracks in the dry state. Chemical stabilization coupled with fiber reinforcement is often considered an effective strategy to improve the geotechnical performanc
Externí odkaz:
https://doaj.org/article/94322ede58964af8ab9c5487075b7646
Autor:
Dafalla M; Bughshan Research Chair in Expansive Soils, King Saud University, Civil Engineering, Riyadh, 11421, Saudi Arabia. mdafalla@ksu.edu.sa., Shaker A; Bughshan Research Chair in Expansive Soils, King Saud University, Civil Engineering, Riyadh, 11421, Saudi Arabia., Elkady T; Bughshan Research Chair in Expansive Soils, King Saud University, Civil Engineering, Riyadh, 11421, Saudi Arabia., Almajed A; Civil Engineering, King Saud University, Riyadh, 11421, Saudi Arabia., Al-Shamrani M; Bughshan Research Chair in Expansive Soils, King Saud University, Civil Engineering, Riyadh, 11421, Saudi Arabia.
Publikováno v:
Scientific reports [Sci Rep] 2020 Oct 26; Vol. 10 (1), pp. 18226. Date of Electronic Publication: 2020 Oct 26.